Calculation of Temperature Action of Flat Steel Box Girder of Long-Span Bridges Using a Joint Model of ARMA Mean and GARCH Variance

<div>Time histories of daily maximum and minimum temperature differences. (a) The one-year variation of daily maximum values. (b) The one-year variation of daily minimum values.</div>

Shock and Vibration

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Figure 5

Figure 5: Calculation of Temperature Action of Flat Steel Box Girder of Long-Span Bridges Using a Joint Model of ARMA Mean and GARCH Variance 